Tender For Balance Work For Construction Of Umpoo To Deori Tiniali Road Via Longle-Ethan Upto Mulahin Including Cd Works Under Clause 9.4 Mos Signed Beteen Govt. Of India, Govt Of Assam And Upds For The Year 2017-18.
Tender Value
2.53 Crore
Estimated cost
Bid Submission
27 Oct 2026
3 days left
EMD
5.06 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
diphu → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Balance Work For Construction Of Umpoo To Deori Tiniali Road Via Longle-Ethan Upto Mulahin Including Cd Works Under Clause 9.4 Mos Signed Beteen Govt. Of India, Govt Of Assam And Upds For The Year 2017-18.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing & Grubbing of road land including uprooting vegetations, grass, bush, shrubs, saplings and trees of girth upto 300mm removal of slumps, disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. (I) By Manual Means (A) In area of non-thorny Jungle.. |
| 2 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 200 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 |
| 3 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 4 | Construction of embankment with approved materials obtained from boro pits with a lift upto 1.5 m.,Transporting to site ,spreading , grading to required slope and compecting to meet requirement of tables 300.1 & 300.2 with a lead upto 1000m.as per technical specificatiion clause 301.6 (i)Private land . |
| 5 | Construction of Subgrade & Earthen Shoulders: Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to the site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead up to 1000m as per technical specification Clause 303.1 a) Private land. |
| 6 | Granular Sub-base with well graded materials (Table 400-1) A) By Mix in Place Method: Construction of granular sub-base by providing well graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacting with smooth wheeled roller to achieve the desired density as per Technical Specification Clause 401 2) Grading materials Gr-II |
| 7 | WBM Grading II : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) (Quantity from Layer Sheet) II) Grading II c) Using Screening Type BQuantity as per statment -C) |
| 8 | WBM Grading III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) (Quantity from Layer Sheet) III) Grading III c) Using Screening Type BQuantity as per statment -C) |
| 9 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.(i) Low Porosity |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder : Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2 |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 13 | H.P. Culver (Single & Double)Removing all types of Hume Pipes and and stacking within a lead of 1000 m including earthwork and dismantling of masonary works as per Technical Specification clause 202 (B) above 600 mm to 900mm dia Hume Pipe |
| 14 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification Clause305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil Upto 3m depth |
| 15 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 16 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.I. PCC grade M15 |
| 17 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork ii) PCC grade M20 |
| 18 | Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. |
| 19 | Cost of Hume pipe NP3/NP4 (1000 mm dia) |
| 20 | Providing reflective pavement marker with each Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 21 | Painting Two Coats on New Concrete Surfaces’ Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 22 | Tree reflector made of heigh intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail. A)100mm dia/100mmx100mm. |
| 23 | Tree reflector made of heigh intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail. A)100mm dia/100mmx100mm. |
| 24 | Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. |
| 25 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) i) 5th kilometre stone (precast) |
| 26 | ii) Ordinary Kilometer stone (Precast) |
| 27 | iv) 200th meter stone (Precast) as per IRC:26-1967. |
| 28 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) ii)60cm equilateral traingle |
| 29 | iii) 60cm circular |
| 30 | Bridge works-'Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202 |
| 31 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification Clause305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil Upto 3m depth |
| 32 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 33 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.I. PCC grade M20 |
| 34 | Supplying, fitting and placing un coated TMT bar reinforcement in foundation complete as per drawing and technical specifications |
| 35 | Supplying, fitting and placing un coated Mild steel bar reinforcement in foundation complete as perdrawing and technical specifications |
| 36 | Providing and laying cement concrete in sub-structure as per drawing and technical specifications F. RCC gr M-20 d) ht upto 5.0m case I |
| 37 | Supplying, fitting and placing un coated TMT bar reinforcement in sub-structure complete as perdrawing and technical specifications |
| 38 | Supplying, fitting and placing un coated Mild steel bar reinforcement in sub-structure complete as perdrawing and technical specifications |
| 39 | Providing and laying cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 |
| 40 | Supplying, fitting and placing TMT reinforcement bar in superstructure complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 41 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 42 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 43 | Strip seal Expansion joint (providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standerd specifications to be installed by manufactuer/ supplier or their authorised. |
| 44 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 45 | Drainage Spouts complete as per approved drawing and technicalspecifications Clause 1209 |
| 46 | Reinforced Cement concrete M25 grade approach slab including reinforcement and form work complete as per drawing and technical specifications clause 800 and 1211 A) With crushed stone |
| 47 | Providing and laying pitching on slopes laid over prepared fillter media for embankment protection complete as per drawing and technical specifications. |
| 48 | Providing and laying Filter material underneath pitching in slopes for embankment protection complete as per drawing and technical specification. |
| 49 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 50 | Consultancy for road work |
| 51 | Consultancy for Bridge work |
| 52 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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